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Home My WebLink About55 Eckerd's 00-4 2411 Texas Ave. S., Date: October 23, 2000 To: Amanda Hudec, Accountins\) ~ f From: Bob Mosley, City EngineerW Subject: Completed Infrastructure from Private Development By the attached letter of completion for the Eckard's development, we have accepted the following improvements to the City of College Station infrastructure. Water: 6-inch PVC Fireline (C900 CL 150) 110 linear feet Based upon our previous meeting, Development Services has begun providing us engineering estimates with the private development plans. This will allow us to identify the cost of the infrastructure in the future . We do not have the engineering estimates for this project. This memo provides a record of the infrastructure acceptance . However, the engineering cost estimates for this infrastructure will be required from Development Services. c : Natalie Ruiz, Development Coordinator Jerry Jones, Engineering Technician Missy Green, Staff Assistant LETTER OF COMPLETION CITY ENGINEER /{) ·-/2 -c:J D CITY OF COLLEGE STATION COLLEGE STATION, TEXAS ,.-,. // I! RE: COMPLETION OF _c_u...e.._~V-c.l--'--'-,J-- {r/' H re fh e Oh t7 Dear Sir: The purpose of our l e tte r i s to r e que s t tha t the following listed improveme nts b e a pprove d and acce p te d a s b e ing cons tructe d under city inspection and completed according to plans and. specifications as approved and required by the City of College Station, Texas . This approval and acceptance by the City is requested in order that we may finalize any sub- contracts and to affirm their warranty on the work. This approval and acceptance by the City of the improvements listed below does hereby void the letter of guarantee for the listed improvements on the above reference project. The one year warranty is herby affirmed and agreed to by~ ~and by their sub-contractors as indicated by signatures below . 7 WORK COMPLETED \ II I . h Fire 1ne. lt'J-12-o0 Owner:~£.~·(l~h_e_r'--/""'---=S'----- Address: ;2./.// / Ct 2. Tex ' T~u>5 /?J/c 77<?rS- DATE Contractor: Address: IC/'!? Signatu~&:::~ Signatureo ~ 4 ~ to -I Z--oi) ACCEPTANCE & AP PROV AL City Engineer eby ENGINEERS inc. land plannin g, civil design & construction management November 9 , 1999 City of College Station Reference : Eckerd Drug Store Southwest Parkway@ Texas Parkway Dear Sirs: This letter is in regards to the existing and proposed drainage conditions for the proposed Eckerd Drug Store . Please find enclosed a drawing of the existing and proposed drainage areas and a tabulation of the existing and proposed 5-yr flows of each area. The site is 60,166 SF and is currently developed as an office building with parking facilities . The existing impervious area of the site is 47656 SF and is divided into four drainage areas. The proposed development is a retail building with parking facilities . The proposed impervious area of the site is 52130 SF. We have designed the proposed development to approximate the existing drainage pattern . As shown on the drainage area maps and flow calculations, the proposed areas and flows draining to each area is approximately the same as the existing areas and flows. Although each of the areas has a slight increase in impervious area, the increased 5-yr. flows to each area are negligible and we believe the amount of increase is therefore insignificant and should not require any mitigation. Feel free to call me if you have any questions or comments. Very Truly Yours, Eby Engineers, Inc. /~--1< Dennis R . Eby, P.E., President 2180 North Loop West, Suite l 00 Houston , Texas 77018 713 /957 ·0788 15' 15' 15' 145'-8" EXT . PROPOSED BUILDIHG 'h ¢= 'h "' ~~i ==C> ~ N POLLUTION PREVENTION PLAN NOlE: CONTRACTOR TO CONSTRUCT SILT FENCING AROUND PERIMElER OF SllE AND AT DRIVEWAYS AS REQUIRED TO PREVENT DEBRIS FROM CONSTRUCTION , EROSION & SEDIMENTATION FROM LEAVING SI TE LEGEND ~ FILTER FABRI C BARRIER I I 1---- 1 I I 1---- 1 I l---- 12·1 20· I 1----~ .__ __ •• 30!5.78 ~ 24·~ L..NE TlftJ DIM: 9' 20 ' ~ 24'~ 18' i I L..NE I ~ 1lftJ DM w t;P<' ECKERD DRUG STORE SOUTHWEST PKWY. AT TEXAS AVE COLLEGE STATION. TEXAS ebJ INGINllBS lao. . ----------- FIL .TER FABRIC FENCE 1. SET POSTS AT REQUIRED SPACING 3. STAKE 11LTER I/ATER/AL TO STAKES AND EXTEND n-INTO THB TRENCH. FLO'lf EXTENSION OF FABRIC INTO TRENCH. GENERAL NOTES; 2. EXCAVATE A 4•x4• TRENCH UPSLOPE ALONG THE UNE OF STAKES. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. ALTERNATE V-TRENCH EXTENSION OF FABRIC INTO TRENCH. 1. POSTS TO BE SET AT 3-l'OOT JIAXIJIUll SPACING. IF FACTORY PREA SSEJIBISD FENCE rJTH SUPPORT NE7TING IS USED. SPACING OF POST llA Y BE INCREASED TO 8 FEET llAXJJIUJI. x-@-x SYMBOL 2. rtHEN rro SEC1'/0NS OF 17LTER CLOTH ADJOIN EACH OTHER 7JJ,f ;,'IJ/1Jf BE OVERLAPPED fJ INCHES AT THE POSTS. ITEM 4211 FILTER FABRIC FENCE 708-1 4211 -4/4 --- HYDROLOGICAL IMPACT ANAYLSIS PROPOSED ECKERD DRUG STORE TEXAS AVENUE AT SOUTHWEST PARKWAY DRAINAGE AREA LANDSCAPING ACREAGE (C = .15) FLOW TO SOUTHWEST PARKWAY AREAA EXISTING 0.05 PROPOSED 0.00 AREAB EXISTING PROPOSED AREAC EXISTING PROPOSED FLOW TO TEXAS AVENUE AREAD EXISTING PROPOSED 0.02 0.03 0 .09 0 .08 0.12 0.07 IMPERVIOUS ACREAGE (C=.9) 0.47 0 .51 0 .34 0 .36 0.01 0.03 0 .28 0 .31 3.02 3.04 2 .13 2 .22 0 .17 0.29 1.83 1.93 0.03 0.10 0.12 0.10 j A t -+ B ~ 3 '\ I EiID 2 "-.. EfID 3 0 TEXAS AVENUE (STATE HIGHWAY NO. 6) EXISTING DEVELOPMENT TOTAL SITE: 60, 166 SQ. FT. IMPERVIOUS AREA: 47,656 SQ. FT. IMP ER VIOUS PERCENTAGE: 79% ffiQQj =AREA (ACRES ~ SURF ACES CFS A --+ LANDSCA P E=2253 0 c --+ CONCRETE =2 0493 i 8 LAN D SCAP E =9 0 8 ~ CONC RE TE= 14 753 ( Q. c ~ LANDSCAP E=4 0 37 ~ CONC RE TE=380 § D LANDSCAP E= 5 324 CONCRETE=12018 ECKERD DRUG STORE SOUTHWEST PKWY. AT TEXAS AVE. COLLEGE STATION, TEXAS ---=-='bl ENGINEERS inc. 2180 Narth Loop WNI. 8ulte 100 Houela\ Teua 77018 ----------------------------------· Phone (713) 957~ Fu (713) 957-0788 0 0 A 0 t \J B D 0 ffim ~ I 0 0 --+ EiID 9 c A LANDSCAPE=O CONCRETE= 21999 B LANDSCAPE= 1213 ~ CONCRETE=15682 c ~ LANDSCAPE=36 15 < CONCRETE=1226 Q. ~ D ~ LANDSCAPE=3082 ----------r------J ~ CONCRETE=13349 .--------....__..._,.... D C7 \ ~ 0 ! D \ 0 ,~ n n n L __ _J L __ _J L_l_ _ _J L __ _J TEXAS AVENUE (STATE HIGHWAY NO. 6) PROPOSED DEVELOPMENT TOTAL SITE : 60,166 SQ. FT. IMPERVIOUS AREA : 52, 130 SQ . FT. IMPERVIOUS PERCENTAGE: 87% ~ =AREA (ACRES ~ SURFACES CFS --+ f/J ECKERD DRUG STORE SOUTHWEST PKWY. AT TEXAS AVE. COLLEGE STATION, TEXAS 2180 North Loop W•t. 8ulte 100 ~ Texu 77018 Ir ebJ. ENGINEERS inc. ") ----------------------------------'-~ (713) 8157-<>788 Fax (713) 8157--0788 ,J Project Name: Uk~ c/£ :::~_==?::.?:z~===~=CJ==== Public/Private Storm Sewer ~ l ~erall plan layout of drainage facilities (can be shown on street plan) showing casements ;JA 0 If separate instrument casements are needed -do not approve until we get them recorded AJA 0 Plan and profile for all storm sewers ~A o TXDOT permits needed? ~ A)t2-1;>~a1vL~~ ~ Storm Sewer/Culverts {_ r;?"t' tH ,ck,Jl . J)"' vt .A /(_ ~ Ji! Sealed and Signed 0 Engineers Estimatec ! Pipe material (RCP "" storm, RCPorCMP = culvert) ( I _if 7 () t<J Pipe sizes labeled (see pg.47 DPDS) tJ~ keAI r ~ S r ~'1' (l.'f ~ .0 Siu/Location sufficient for overall City oeeds/masterplan I I -1 f M o Depth(mincover) ~ -+o ~e 1~r1 ~4-., g/r O Dcpth(exces&vc) ( I ,J j ~f'eJ. Ari'C O All utilities in plan & profile w/sizes and type 'f'>" o-f o~ t /1 f)~ I ( M4D Private vs. Public line distinction /) J ,A/iq 0 Street grades -existing and proposed (centerline, right and I wn in profile~~ J 1 « 8'f' ~ ' q.. .(.l+D Flowlines (specified/labeled) . /] -IJ_ I I 1 (( .(J,4-0 Conflicts with other utilities shown I IL S. r ~ ~I~ ft).. ,.r-1" ~ T' /A o Labels on all major items in plan & profile ( 1 ~ -b 0-~ W . AJA.D Located within drainage easement or right-of-way (specify width) ~ )44 0 Easement width adequate per DPDS ----- ,i/A-o Stationing mown 0 Outfall location (if open. is rip-rap needed per design calcs) D 0 o Does it match drainage report (sizes, inlets, etc) Hydraulic Grade Linc (on plan or in drainage report) '/Y~ Junction Boxes/Manholes/Inlets 0 Lines end in JBIMH 0 JB/Manhole spacing (see pg 47 DPDS) 0 JB/Manholes accessible from public ROW/easement 0 JB/Manholes at change of alignment, grade or size 0 Drops through inlet/manhole/JB (see pg 48 DPDS) 0 Cwb inlets shown and labeled (referenced to drainage report) l!£l!ill 0 Standard Details noted or included (referenced as city of CS Standard Details) D Details for all non-standard items (included/ok) (not on CS Std. detail sheet) 0 Emtwtment details (specify option) o Trench safety if deeper than s• 0 Erosion control notes 0 Culverts (SET) 0 Inlet/I-Box or manhole details (manhole access) 7alll Public/Private Storm Sewer (cont.) Channels O ~ sections with side slopes -meets DPDS 0 Channel Liner -per DPDS O Longitudinal slope (0.4% min.) 0 Rip Rap oceded? Details 0 Standard Details noted or included (referenced as city of 0 Details for all non-standard items (include/ok) (not on C 0 Erosion control notes Detention S m O Side slopes 0 Bottom slopes 0 Grading plan 0 Low tlow flume 0 Outlet Structure shown -rresponds to drainag report 0 Inlet Structure shown -nds to ~ge report 0 Emergency spillway -correspo to · ge report Standard Details) Std. detail sheet) 0 Rip Rap if high velocities exist at · et r outlet -length/width/size/details 0 Flowlines at inlet and outlet 0 Complies with drainage report 0 0 0 Erosion · noted or inclu referenced as city of CS Standard Details) non-standard items (in ded/ok) (not on CS Std. detail sheet) I notes 0 Inlc~t&tl_ lltturc 0 Outlet dn1il'J111M The following items L varlan!:rl; ID the College Slation drainage standards: lall2 .... ! /)j,.' Project Name:_ ... k..~t.~~---------- Drainage Reports Location 0 Primary drainage system identified 0 Surrounding developments shown 0 Local streets, drainage systems shown Description 0 Acreage of project D Land cover described 0 Primary/secondary systems within property shown 0 Geocral description Drainage Basins D ~to FIRMs if applicable Review Date: ~ / 2/ I (72 Reviewer: f'. Q£ 0 Secondary system flow patterns and impact of development on existing system 0 Proposed pathways to Primary system shown or described Design Criteria 0 Any deviation from standards being requested? 0 Discussion of site constraints and capacities (streets, existing structures, etc.) 0 Discussion of any applicable previous drainage studies and how this plan will affect it Hydrologic Criteria 0 Ra.infall/runoff calculation method described and calculations provided 0 Detention discharge I storage calculation method I calculations 0 Storm recurrence iDtcrva1s used 0 Discussion of other drainage facility design criteria used if not referenced in Standards Hydaulic Criteria 0 Identify capacity of systems used 0 Specify velocities at critical points in system 0 Identify detention I retention outlet and routing 0 Discussion of other drainage facility design criteria used not referenced in Standards Drainage Facility Design 0 Discuss drainage pattcma I flows (pre w. post) 0 Ase they draining water onto another property owner? -if so, is it where the water fiowcd before? and is it not more than what flowed there before? and oo faster than it flowed before? 0 Discuss erosion control measures employed 0 Discuss detention pond design (sideslope, low flow channels, outlet works, freeboard, emergency spillway) 0 Di.saw mainteoa.nce access and responsibilities Conclusions 0 Verify compliance with DPDS (signed and sealed certification) 0 Explain effectiveness of improvements with regard to controlling discharges of S -100 year storm by a) Detaining b) Acx:ommodating runoff in existing I proposed casements or ROW discharging into primary system c) Combination ofa & b 9al'l 2 . . Drainage Reports(cont.) A open dices 0 References (all criteria and technical information 0 Hydrologic computations 0 Land use assumptions for adjacent prope 0 Minor/major storm runoff at specific ts 0 Historic/fully developed runoff spcx; · c points 0 Hydrographs at critical points 0 Hydraulic computations 0 Culvert capacities (head 0 Storm sewer capacities 0 Street capacities 0 Storm inlet capaciti (inlet control rating) 0 Open channel des· 0 Detention area l olumc capacity I outlet capacity ·th drainage patterns ProjectNamc:_.....:..~----J_s._I' __ _ Review Date:._9...:....~-?--.1-/ ~_....2%~--Rcviewer:~i..._, (~J,_~~-...-- 10 oll2 DEVELOPMENT PERMIT PERMIT NO. 00-4 ECKERD'S FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: Brentwood Section 4 Lot 3R-1 DATE OF ISSUE: 1-14-00 OWNER: Bruce Shelby 1800 Bering Drive # 495 Houston, Texas 77057 TYPE OF DEVELOPMENT: SITE ADDRESS: 2411 Texas Avenue South DRAINAGE BASIN: Bee Creek VALID FOR 12 MONTHS CONTRACTOR: Full permit as per approved construction plans. SPECIAL CONDITIONS: No work may be conducted in the Texas Avenue Right-of-Way until TXDOT issues the permit for the proposed utility work. The Contractor shall take all necessary precautions to prevent silt and debris from leaving the immediate construction site in accordance with the approved erosion control plan as well as the City of College Station Drainage Policy and Design Criteria. The Owner and/or Contractor shall assure that all disturbed areas are sodden and establishment of vegetation occurs prior to removal of any silt fencing or hay bales used for temporary erosion control. The Owner and/or Contractor shall also insure that any disturbed vegetation be returned to its original condition , placement and state. The Owner and/or Contractor shall be responsible for any damage to adjacent properties, city streets or infrastructure due to heavy machinery and/or equipment as well as erosion , siltation or sedimentation resulting from the permitted work . Any trees required to be protected by ordinance or as part of the landscape plan must be completely fenced before any operations of this permit can begin. In accordance with Chapter 13 of the Code of Ordinances of the City of College Station , measures shall be taken to insure that debris from construction , erosion, and sedimentation shall not be deposited in city streets , or existin g drainage facilities . I hereby grant this permit ford be in accordance with the development permit appli --.,.__, e S tion that apply. Contractor opment of an area outside the special flood hazard area . All development shall d specifications submitted to and approved by the City Engineer in the above named project and all of the codes and ordinances of the City of Date Date Date FOR OFFICE USE ONLY CASENO. q -.J..J () DATE SUBMITTED 00-5Jamz+ SITE PLAN APPLICATION MINThflJM SUBl\flTTAL REQUIREMENTS V Site plan application completed in full. ~ $100.00 Application Fee. , USl00.00 Development Perinit Application Fee. -=-$300.00 Public Infrastructure Inspection Fee if applicable. (This fee is payable if construction of a public waterline, sewerline, sidewalk, street or drainage facilities is invol~) . Ten(lO)foldedcopiesofsiteplan. (3 ,./ pt-e.,(imina.,(lf /t.!Arl lUJ J __ A copy of the attached site plan checklist with all items cbecked off or a brief explanation as to why they are not checked off. APPLICATION DATA NAME OF PROJECT College Station -Eckerd Drug Store ADDRESS Texas Avenue-Hwy 6 & Southwest Parkway LEGAL DESCRIPTION Brentwood Section 4, Sub-Division Vol 1810, Pg. 2 83, Lot 3R-l l.'tt. ~c..., c ~\2-; p(J..>$ f~r. Vol .{'f-, I r~ .£7$"' c.c..~ l'i" <f!> 3<7'S0> G(J.J..3c_ ro APPLICANf (Primary Contact for the Project): f+ r f!.. 60 fl l\J tf;. I ?r ~ Name~P_h_il_l_ip~R-iv_e_r_s~~~~~~~~~=8~/u!.£b~.;;;__s/t-'-"'-'J~~'-"T--~~~5~o~q~~~//~4~4_,_~ StreetAddress 1800 Bering Drive, #495 City Roust~ State Texas Zip Code _77_0_5_7____ E-Mail Address ------------- Phone Nwnber (713) 974-1777 # Fax.Nwnber (713) 9 75-2 899 PROPER1Y OWNER'S INFORMATION: Name Shek Chak Hui StreetAddress 2411 B Texas Avenue South City College Station State Texas Zip Code _77_8_4_0 __ _ '&MailAddress ------------ PhoneNwnber (409) 693-2957 Fax.Nwnber (409) 696-4198 ARCIDTECT OR ENGINEER'S INFORMATION: Name AIG, Inc. (Scopt Fischer) StreetAddress 1521 North cooper Street, Ste #600 City Arlington State Texas Zip Code 76011 PhoneNumber (817) 265-2415 E-Mail Address ------------ Fax Nwnber (817) 277-0571 OlHER CONTACTS (Please specify type of contact, i.e. project manager, potential buyer, local contact, etc.) Name CStation SE, 1. P. StreetAddress 1800 Bering, Suite 495 State Texas Zip Code 7705 7 PhooeNwnber (713) 974-1777 sm Pl.AN APPLICATION SITE.APP .IX>C OJn5~ City Houston E-Mail Address ------------ Fax.Nwnber __ <_1_1_3_)_9_7_5_-_28_9_9 _________ _ l of3 Sent By: Shelby Estus Re alty Group, In; 713 975 2899; Jan-14-00 9:51; Shelby~~ Estus REALTY GROUP, INC. 1800 Bering, Suite 495 Houston, Texas 77057 (713) 974-1777 FAX (713) 975-2899 FAX COVER SHEET Page 1 TO: (~~ ~/ FAX: (J.!oi) 1&lf-3qq~ Date: ------- Number of Pages (Including cover): __ zc;_· ___ _ ~I Original To Follow ~ Original Will Not Follow FROM: BRUCE S. SHELBY DIRECT PHONE: (713) 975-2833 Ext. 103 E-Mail: bshelby@shelbyestus.com RE: Comments: ~ 11= ~J ! l Sent By: Shelby Est us Realty Group, In; 713 975 2899; Jan -1 4 -00 9:5 1 ; Page 2 /5 eby ENGINEERS inc. land planninA, civil design• conslruction man111emcnt November 9, 1999 City of College Station Reference: Eckerd Drug Store Southwest Parkway @Texas Parkway Dear Sirs : This Jetter is in regards to the existing and proposed drainage conditions for the proposed Eckerd Drug Store. Please find enclosed a drawing of the existing and proposed drainage areas and a tabulation of the existing and proposed 5-yr flows of each area. Tite site is 60 , 166 SF and is currently developed as an office building with parking fac ilities . The existing impervious area of the site is 47656 SF and is divided into four .drainage areas. The proposed development is a retail building with parking facilities. The proposed imperv ious area of the site is 52130 SF . We have designed the proposed development co approximate the exiscing drainage pattern . As shown on the drainage area maps and flow calculations, the proposed areas and flows draining to each area is approximately the same as the existing areas and flows. Alihough each of the areas ha s a slight inc:rease in impervious area, the increased 5-yr . flows to eac:h area are negligible and we believe the amount of increase is therefore insignificant and should not requ ire any mitigation. Feel free to call me if you have any questions or comments . Very Truly Yours, Eby Engineers , Inc . /~- Denn is R. Eby , P .E., President 2180Norm~oopWe st ,Sui1e 100 Houstor>. Tem~770 1 8 713/957 ·0788 sent By : Shelby Estus Re alty Gr oup , I n ; 713 97 5 2899; • .......... HYDROLOGICAL IMPACT ANAYLSIS PROPOSED ECKERD DRUG STORE TEXAS AVENUE AT SOUTHWEST PARKWAY DRAINAGE ~ bANDSCAP!~ ACREAGE <C = .15> FLOW TO SOUTHWEST PARKWAY AREA A EXISTING 0.05 PROPOSED 0.00 AREAS EXISTING PROPOSED AREAC EXISTING PROPOSED FLQW TO TEXAS AYENUE AREAD EXISTING PROPOSED 0 .02 0 .03 0 .09 0 .08 0 .12 0 .07 lMPERYIOUS ACREAGE (Cc .9l 0.47 0 .51 0.34 0.36 0.01 0 .03 0.28 0 .31 Ja n -14-0 0 9 :51 i · ... ___ / 3.02 3 .04 2 .13 2.22 0 .17 0 .29 1 .83 1 .93 Pag e 3 /5 0 .03 0 .10 0.12 0 .10 ·-·- jA f B ~ J ' /' E!ID 2 ~ EEID J 0 TEXAS AVENl.E (STATI! HIQHWAY NO. tt) EXISTING DEVELOPMENT TOTAL SITE: 60, 166 SQ . •T IMPERVl OUS AREA : 47,656 SQ . FT. i MPERVlOUS PERCENTAGE : 79% ~ =AREA ACRES ~ SURFAv S FS A ---+ LANDSCAPE=2253 ~ ".: CONCRETE= 20 493 i B LANOSCAPE=908 ~ CONCRETE=14753 < c c 4. ~ LANDSCAPE= 4037 CONCRE TE=J80 ~ I 7 0 --. LANDSCAPE= 5324 CONCR::TE=12018 ECKERD . DRUG STORE · SOOTliWEST PKWY. AT TEXAS AVE. COLLEGE STATION , TEXAS -~tbJ.DGINDBSbac. 21IO NmOI i.o. ..._ ... IDO Hllllilll\ Tuu 11011 ------------------------------------,._ ,,..,..,.... .... (1\IJ-~ ( I \. en CD :::J r+ tD '< .. en :::T CD I-' CT '< rn (/) r+ c (/) :0 CD Ol I-' r+ '< G) , 0 c -0 H :::J -..J ..... w CD -..J lJ1 I\) CX> CD CD (._ Ol :::J ' ..... 0 0 CD lJ1 ..... IJ Ol (.() CD ~ --lJl 0 0 A D ! \J B D 0 ~ q;ff} I 0 ----------,_ ____ _, r----------..._...-~o C7 ' ~ I D \ 0 I • ~ 0 • n n n L __ _J L __ _J L_L _ _j L __ _J TEXAS AVENUE (STATE Hklt-fWAY NO. 8 ) PROPOSED DEVELOPMENT TOTAL SITE : 60.166 SQ . -FT. lt-APERVlOUS .AREA : 52, 130 SQ _ FT. IMP~RVIOUS PERCENTAGE : 87% ~ =AREA (ACRES ~ SURFACES crs c 0 A LAN O SCAPE=O CONCRETE= 21999 8 L ANDSCAPE= 1213 CONCRETE=l 5682 c LANDSCAPE=3615 CONCRETE=1226 D LANOSCAPE=3082 CONCRETE=13349 ECKERD DRUG STORE . . ..... -. . . . . . . . . . . . . . . . . . . . . . . . . ..... . SOUTliWEST PKWY. AT TEXAS AVE COLLEGE STATION. 1EXAS en CD ::i .-+ (Jl "< en ::T CD I-' rr "< m (/) .-+ c (/) :D CD !» I-' r+ "< G> ..., 0 c -0 - H ::i -· --.J ~ w CD --.J l11 I\) CD CD CD -· L !» ::i ' ~ 0 0 -0 !» co CD l11 -... l11 Sent By: Shelby Estus Realty Group, Inj s ent By : EBY ENGINEERS, INC j 713 975 2899j 713 957 0789 ; Sent By : Shelby Estus Realty Group, Ini 713 975 289Q; To : DENNIS E8Y At : 97139570719 Y•"' I lr4 ., ••• Jan-14-00 10:57 ; Jan-14 ·00 :10:35AM j Jan -14 · 00 t 0: 38; Pa ge 2 /2 Page 1 11 Page.: 1 /1 1C1 ou: stJPPL'IMENTAL DEVELOPMENT *9.ERMrr INPORMA TION · .... 0.: : ;,, w'a.·l?!.':.:~~.;.ht,-n~~:t~'r sc,.,;.::.,~•'";'"";• •tr: =• sn za•1 I · • ., .. a.,..ra.a.-Q!Ja.,O.,.uaa a, ' ·•If __ ,. ...... , t • : . : I -~/1'1/0 0 ,..._ n.:F I D • ... le wMaa..,.IJfltlGCltlflO I I a lf•Qlrfl-...... . ............... MN ... 'Cs,...._.. ... ..... , 1111 ... ~ ...... S . I-·... ' l__,_..._,._....,_. 'J m Mii 7 1ar11111Mlllllll ~ 11 ..... ~ ... % ,. T.eie..,.; h• ... JC IP:AtfllrsQJ'• lllrm._ ............ AlltldlDW' ............ :.a r rat .. Cllf9'~ .......... ..,. . April 13, 2000 Jeff Tondre , PE City of College Station Building Inspections Department 1101 Texas Avenue College Station , Texas 77840 Shelby~~ Estus REALTY GROUP, INC . RE: Eckerd Drug Store-2411 Texas Avenue South Dear Jeff: Please find enclosed three (3) original signed applications. Randy Grones at TXDOT said you also need to sign the application and deliver the originals to TXDOT . We appreciate your help with this request. Sincerely yours , ~ Bruce S. Shelby Chief Executive Officer BSS /nrs Enclosures Writer's Emai l Address: bsl1elb v@shelbyestus.com 1800 Bering , Suite 495 ¢·Houston , Texas 77057 ¢· (713) 974-1777 ¢· FAX (713) 975-2899 ¢• www .shelbyestus .com